Constt. of water tank at GPS upper Boura and constt of well moh kartar kasshi

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directedAll kinds of soil :1 meter from cutting edge including aLL carriages and lifts

Providing and laying in position cement concrete of specified grade inculding curing but excluding the cost of centring and shuttering- All work upto plinth level in 1:5:10(1 cement:5 coarse sand:10 garded stone )40 mm nominal size including all lift and carriages

Providing and laying in position cement concrete of specified grade inculding curing but excluding the cost of centring and shuttering- All work upto plinth level in 1:3:6(1 cement:3 coarse sand:6 garded stone )40 mm nominal size including all carriages and carriages

Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material All kinds of soil : A

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement..2.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level.

Add cost of sign board

KRISHAN SINGH